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3.2 边梁部分电算结果（40JB3.OUT）
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ZUHE YINGLI ( COMBINATION OF INTERNAL STRESS ) ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ --------------
| CO0= 1 | 汽-超20
--------------------------------------------------------------------------------- | E I-TOP(kg/cm2) I-BOT.(kg/cm2) || J-TOP(kg/cm2) J-BOT.(kg/cm2) | | MAX MIN MAX MIN || MAX MIN MAX MIN | |-------------------------------------------------------------------------------| | 1 .00 .00 .00 .00 || 28.42 27.75 74.43 73.40 | | 2 28.84 28.17 75.07 74.03 || 39.65 31.61 86.65 73.64 | | 3 39.37 31.34 87.32 74.30 || 57.74 39.95 117.89 85.66 | | 4 57.40 39.61 118.97 86.73 || 61.32 36.33 120.20 75.10 | | 5 61.03 36.04 121.28 76.16 || 65.86 35.99 118.69 64.91 | | 6 65.64 35.77 119.65 65.85 || 72.57 39.22 110.71 50.75 | | 7 72.60 39.25 110.22 50.25 || 81.38 46.40 96.37 33.51 | | 8 81.49 46.51 95.78 32.92 || 89.92 52.68 85.18 18.24 | | 9 90.00 52.75 84.80 17.87 || 92.99 55.16 80.11 12.12 | | 10 92.99 55.16 80.11 12.12 || 90.07 52.76 84.78 17.74 | | 11 89.99 52.69 85.16 18.12 || 81.75 46.52 95.76 32.44 | | 12 81.65 46.41 96.35 33.03 || 73.08 39.26 110.21 49.39 | | 13 73.05 39.23 110.70 49.89 || 66.15 35.78 119.64 64.94 | | 14 66.37 36.00 118.68 64.00 || 61.05 36.05 121.27 76.12 | | 15 61.34 36.34 120.19 75.06 || 57.42 39.61 118.96 86.71 | | 16 57.76 39.95 117.88 85.64 || 39.38 31.34 87.32 74.29 | | 17 39.65 31.61 86.65 73.63 || 28.84 28.17 75.07 74.03 | | 18 28.42 27.75 74.43 73.40 || .00 .00 .00 .00 | --------------------------------------------------------------------------------- --------------
| CO0= 2 | 挂-120
--------------------------------------------------------------------------------- | E I-TOP(kg/cm2) I-BOT.(kg/cm2) || J-TOP(kg/cm2) J-BOT.(kg/cm2) | | MAX MIN MAX MIN || MAX MIN MAX MIN | |-------------------------------------------------------------------------------| | 1 .00 .00 .00 .00 || 28.42 27.80 74.35 73.40 | | 2 28.84 28.23 74.99 74.03 || 40.16 31.68 86.55 72.82 | | 3 39.88 31.40 87.21 73.48 || 58.98 40.05 117.72 83.42 | | 4 58.64 39.70 118.79 84.48 || 63.30 36.45 119.99 71.53 | | 5 63.01 36.16 121.06 72.59 || 69.21 36.13 118.44 58.88 | | 6 68.99 35.91 119.40 59.82 || 77.39 39.38 110.42 42.09 |
16
| 7 77.41 39.41 109.93 41.59 || 87.96 46.59 96.05 21.69 | | 8 88.06 46.69 95.45 21.10 || 96.01 52.88 84.81 7.30 | | 9 96.09 52.96 84.43 6.92 || 98.63 55.38 79.70 1.97 | | 10 98.63 55.38 79.70 1.97 || 96.09 52.96 84.43 6.92 | | 11 96.01 52.88 84.81 7.30 || 88.06 46.69 95.45 21.10 | | 12 87.96 46.59 96.05 21.69 || 77.41 39.41 109.93 41.59 | | 13 77.39 39.38 110.42 42.09 || 68.99 35.91 119.40 59.82 | | 14 69.21 36.13 118.44 58.88 || 63.01 36.16 121.06 72.59 | | 15 63.30 36.45 119.99 71.53 || 58.64 39.70 118.79 84.48 | | 16 58.98 40.05 117.72 83.42 || 39.88 31.40 87.21 73.48 | | 17 40.16 31.68 86.55 72.82 || 28.84 28.23 74.99 74.03 | | 18 28.42 27.80 74.35 73.40 || .00 .00 .00 .00 | --------------------------------------------------------------------------------- --------------
| CO0= 3 | 满布人群
--------------------------------------------------------------------------------- | E I-TOP(kg/cm2) I-BOT.(kg/cm2) || J-TOP(kg/cm2) J-BOT.(kg/cm2) | | MAX MIN MAX MIN || MAX MIN MAX MIN | |-------------------------------------------------------------------------------| | 1 .00 .00 .00 .00 || 28.42 28.41 73.42 73.40 | | 2 28.84 28.83 74.05 74.03 || 35.14 32.25 85.61 80.94 | | 3 34.87 31.98 86.28 81.60 || 47.38 40.64 116.65 104.44 | | 4 47.03 40.29 117.73 105.52 || 46.73 36.99 119.01 101.43 | | 5 46.44 36.70 120.08 102.50 || 48.80 36.63 117.54 95.63 | | 6 48.58 36.41 118.50 96.58 || 53.89 39.84 109.60 84.33 | | 7 53.92 39.86 109.11 83.84 || 62.41 47.00 95.31 67.61 | | 8 62.51 47.10 94.71 67.02 || 69.47 53.25 84.15 54.99 | | 9 69.55 53.33 83.77 54.61 || 72.21 55.71 79.12 49.47 | | 10 72.21 55.71 79.12 49.47 || 69.55 53.33 83.77 54.61 | | 11 69.47 53.25 84.15 54.99 || 62.51 47.10 94.71 67.02 | | 12 62.41 47.00 95.31 67.61 || 53.92 39.86 109.11 83.84 | | 13 53.89 39.84 109.60 84.33 || 48.58 36.41 118.50 96.58 | | 14 48.80 36.63 117.54 95.63 || 46.44 36.70 120.08 102.50 | | 15 46.73 36.99 119.01 101.43 || 47.03 40.29 117.73 105.52 | | 16 47.38 40.64 116.65 104.44 || 34.87 31.98 86.28 81.60 | | 17 35.14 32.25 85.61 80.94 || 28.84 28.83 74.05 74.03 | | 18 28.42 28.41 73.42 73.40 || .00 .00 .00 .00 | ---------------------------------------------------------------------------------
四、附图
4.1 预应力束布置图
17
4.2 应力图
18